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BORING NO.

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DATE:

BEGIN

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PROJECT

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LOCATION

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MANUFACTURER'S DESIGNATION OF

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COLOR IMATERIAII CONSIS-I

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TYPE

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AND COMMENTS

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Project

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Disposal Area 8. Channel to Victoria near Seadrift, Texas

SUMMARY OF LABORATORY TEST RESULTS

Boring No_

..... v, '" a ..... ''tv.

LJI"I .......

v .... -u ,-u-vvv.

......,11 .....,

.............. ,

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v .......

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC Me

Unit

Unit

S#

(It)

(ts f)

per

Classification

(%)

Wt

Wt

Foot

(pel) , (pel)

1

0-2

2.25

Dark gray,Clay,Very stiff

CH

27.6

2

2-4

4.5+

Dark gray,Clay,Hard,w/calcareous nodules

CH

25.7

3

4-6

4.5+

Gray,Clay,Hard,w/calcareous nodules

CH

3t.6

4

6-8

4.5+

Yellowish brown,Clay,Hard,w/calcareous nodules

CH

18.1

112.2 132.5

,

and ferrous stains

5

8-10

4.25

Yellowish

brown, Clay

,Hard, w/calcareous

CH

20.0

nodules

6

10-12

2.25

Yellowish brown,Clay.Very stilt,w/calcareous

CH

18.2

nodules and sand seams

7

12-14

2.50

Yellowish brown,Clay,Very still,wlealeareous

CH

20.9

nodules and sand seams

8

14.5-16

16

Tan,Sand,Medium dense,Silty

SM

9

, 8.5-20

15

Tan,Sand,Medium

dense,Silty

SM

10

23.5-25

14

Gray

& yellowish brown,Sand,Medium dense

SM

.

,

,

S # : Sample Number, P P : Pocket Penetrometer Reading, USC: Unified Soil Classilieation, Me: Moisture Content

q u : Unoonfined Compressive

Strength,W 0 H : Weight of hammer, WOP: Weight 01 pipe

90-197

Mechanical Analysis

LL

PL

% PassinQ

(%) (%)

#4

#10

#40 #100

78

28

55

24

100.0 99.1

97.6

64

25

100.0 tOO.O tOO.O

,J

t'

Torvane

Shear

qu

Strength

(tsf)

#200

(ts I)

94.6

5.15

38.4

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JOB NO.

14G475

DATE

5/27/91

f"''f

JECT

DISPOSAL AREA B, CHANNEL TO VICTORIA, NEAR SEADRIFT, TX

BORING NO.

90-197

SAMPLE NO.

4

DEPTH

6-8 ft

SPECIMEN NO.

1

CLASSIFICATION

Yellowish brown, clay, hard, wj calcareous nodules & ferrous stains

Tare No.

P-14

Tare plus Wet Specimen.

518.15

gm

Tare plus Dry specimen

445.22

gm

Water Weight

72.93

gm

Tare weight

42.24

gm

Wet Specimen

1223.80

gm

Dry Specimen

1036.26

gm

Water Content

18.10 %

Specific Gravity of Solids

LL

=

55

PL = 24

PI =

Height

Average Diameter

Initial Area

Volume

Volume

of Solids

Void Ratio

Saturation

Dry Density

31

Proving Ring No. 10170

5.595 in.

2.830 in.

6.290 sq in.

35.194 cu in.

cu in.

%

112.2 lbjcu ft

proving Ring constant, K = .766 lbsjdiv.

Elapsed

. , .

)lme

min.

.0

.4

.7

.9

1.1

1.6

2.0

2.4

2.8

3.1

3.5

3.8

4.2

4.5

4.8

5.1

5.4

Dial

Reading

0.001"

O.

10.

20.

30.

40.

60.

80.

100.

120.

140.

160.

180.

200.

220.

240.

260.

280.

Cumulative

Change

in.

.000

.010

.020

.030

.040

.060

.080

.100

.120

.140

.160

.180

.200

.220

.240

.260

.280

proving Ring

Dial Reading

.0

97.0

174.0

231. 0

280.0

360.0

418.0

466.0

504.0

536.0

561. 0

582.0

608.0

608.0

613.5

615.0

614.0

Axial

Load

lb

.0

74.3

133.3

176.9

214.5

275.8

320.2

357.0

386.1

410.6

429.7

445.8

465.7

465.7

469.9

471.1

470.3

Axial

strain

.000

.002

.004

.005

.007

.011

.014

.018

.021

.025

.029

.032

.036

.039

.043

.046

.050

Area

Corr.

sq in.

6.29

6.30

6.31

6.32

6.34

6.36

6.38

6.40

6.43

6.45

6.48

6.50

6.52

6.55

6.57

6.60

6.62

Compr .

Stress

tsf

.000

.849

1. 520

2.015

2.437

3.123

3.613

4.013

4.324

4.582

4.778

4.939

5.140

5.121

5.148

5.142

5.114

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